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- W1527433114 abstract "Tests results obtained as a part of a study of size-effects on the compressive behavior of axially and eccentrically loaded plain and fibre reinforced concrete members are presented. The specimens were geometrically similar, having circular cross-sections with diameters of 60 and 100 mm, and varying in length from 120 to 400 mm. Several types of fibres (steel and synthetic) were added to the high strength matrices at a constant volume percentage of 2 % to evaluate their influence on the behavior of the material and on the size effect. It was observed that for all types of specimens the failure loads exhibited a size effect. The nominal stress at maximum load decreased as the size of the specimens or the eccentricity of the external load increased, but the post peak behavior and the mode of failure of the specimens were not much affected by the specimen size when high volume fractions of fibres were utilized." @default.
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- W1527433114 date "2000-04-20" @default.
- W1527433114 modified "2023-09-23" @default.
- W1527433114 title "Size Effect in Compression of High Strength Fibre Reinforced Concrete Cylinders Subjected to Concentric and Eccentric Loads" @default.
- W1527433114 doi "https://doi.org/10.1002/3527606211.ch13" @default.
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